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Volumn 26, Issue 2, 2010, Pages 311-326

Enhanced displacement coefficient method for degrading multi-degree-of- freedom systems

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS);

EID: 77958466191     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.3381157     Document Type: Article
Times cited : (23)

References (16)
  • 1
    • 12344261802 scopus 로고    scopus 로고
    • Statistical evaluation of approximate methods for estimating max deformation demands on existing structures
    • Aldear, S. D., and Miranda, A., 2005. Statistical evaluation of approximate methods for estimating max deformation demands on existing structures, J. Struct. Eng. 131, 160-172.
    • (2005) J. Struct. Eng. , vol.131 , pp. 160-172
    • Aldear, S.D.1    Miranda, A.2
  • 2
    • 34548103861 scopus 로고    scopus 로고
    • Assessment of improved nonlinear static procedures in FEMA 440
    • Akkar, S. D., and Metin, A., 2007. Assessment of improved nonlinear static procedures in FEMA 440, J. Struct. Eng., 133, 1237-1246.
    • (2007) J. Struct. Eng. , vol.133 , pp. 1237-1246
    • Akkar, S.D.1    Metin, A.2
  • 3
    • 77958512303 scopus 로고    scopus 로고
    • Applied Technology Council (ATC), ATC-40, Redwood City, CA
    • Applied Technology Council (ATC), 1996. Seismic Evaluation and Retrofit of Concrete Buildings, Vol 1, ATC-40, Redwood City, CA.
    • (1996) Seismic Evaluation and Retrofit of Concrete Buildings , vol.1
  • 7
    • 0016342491 scopus 로고
    • Inelastic response of reinforced concrete structures to earth-quake motions
    • Gulkan, P., and Sozen, M., 1974. Inelastic response of reinforced concrete structures to earth-quake motions, ACI J. 71, 604-610.
    • (1974) ACI J. , vol.71 , pp. 604-610
    • Gulkan, P.1    Sozen, M.2
  • 8
    • 0034282525 scopus 로고    scopus 로고
    • Estimation of seismic drift demands for frame structures
    • Gupta, A., and Krawinkler, H., 2000. Estimation of seismic drift demands for frame structures, Earthquake Eng. Struct. Dyn. 29, 1287-1305.
    • (2000) Earthquake Eng. Struct. Dyn. , vol.29 , pp. 1287-1305
    • Gupta, A.1    Krawinkler, H.2
  • 9
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC), Falls Church, VA
    • International Code Council (ICC), 2000. International Building Code, Falls Church, VA.
    • (2000) International Building Code
  • 12
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander, J. B., Priestley, M. J. N., and Park, R., 1988. Theoretical stress-strain model for confined concrete, J. Struct. Div. 114, 1804-1826.
    • (1988) J. Struct. Div. , vol.114 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 13
    • 0036498142 scopus 로고    scopus 로고
    • Evaluation of approx methods to estimate maximum inelastic displacement demand
    • Miranda, E., and Ruiz-Garcia, J., 2002. Evaluation of approx methods to estimate maximum inelastic displacement demand, Earthquake Eng. Struct. Dyn. 31, 539-560.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , pp. 539-560
    • Miranda, E.1    Ruiz-Garcia, J.2
  • 15
    • 15844392497 scopus 로고    scopus 로고
    • Accessed 8/10/2009
    • PEER NGA Strong Motion Database (2009). http://peer.berkeley.edu/nga/ (Accessed 8/10/2009).
    • (2009) PEER NGA Strong Motion Database
  • 16
    • 0038673890 scopus 로고    scopus 로고
    • Inelastic displacement ratios for evaluation of existing structures
    • Ruiz-Garcia, J., and Miranda, E., 2003. Inelastic displacement ratios for evaluation of existing structures, Earthquake Eng. Struct. Dyn., 32, 1237-1258.
    • (2003) Earthquake Eng. Struct. Dyn. , vol.32 , pp. 1237-1258
    • Ruiz-Garcia, J.1    Miranda, E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.